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(N 310E) L5612.90 <br />y` E L.5645.20 IN V T IN <br />LONG EL,5641.10 <br />N e01'2 8 W <br />13 <br />w <br />U� U <br />z J <br />� 1 a <br />136L Oct W oY� <br />N334,070.03 +U W v <br />E 11099)889,71 MO w w 0 <br />(NB9 °E) IN VT IN <br />E L.5635.2Q w-- <br />ROAD - - - - <br />- _ _ - <br />24 "� C M P 6613.44 FROM XFR PT'*1 TO PT�2 36" p C M P <br />�' �- <br />IN(T.IN \ 38 CMP • INVTOUT CULVERT L5635T CULVERT <br />EL.5675.20 `'' CULVERT EL 5642.60 160'LONG EL 5635,10 150' LONG <br />17'.0' LONG <br />N 332,14y'.OQ +- 135.00 <br />E11C01�5000 - �" <br />N 332 314.01 <br />g EL.5675.20 E1,100,093.50 125R 130 R <br />120 R - <br />p /115R N 3324.70.13= N 332,,)70.11 ` N 333 470.11 <br />N:53)1,970.11 /I N 332,52098 E 1,100,12`% O E 1,y00,090,18 E 1,100,089,97 <br />00 090.61 �/ EL 5645.9 ,Et' 5634. E9 EL 5630.55 <br />EL.5651.8 /p <br />V DITCH <br />TOP OF <br />(SEE SECT ION 11 -11, V DITC SPILLWAY <br />EY -4J, M 4) <br />SPILLWAY EL.5650.0 <br />DIKE \� <br />CUT DITCH THROUGH <br />TOPSOIL STOCKPILE N 332J504.68 / <br />6883 CUBIC YARDS E 11001354.81 <br />182X182X17'HIGH SIDES \ <br />SLOPES 1' VE RT. TO 5' HOR. - <br />TO MINIMIZE EROSION <br />BY WIND S, RAIN ` <br />Z - z <br />7F 7F <br />-�► - - <br />JNVTOUT �INVTOUT Cu V <br />FL 5-607.90. EL 626.20 95' LON <br />136 R <br />\` N 334 070,1 1 <br />\ E 1) 100,089,71 <br />EL 5625.90 <br />1 ` <br />a\ <br />1 1� <br />r: <br />z <br />7 <br />w <br />zj. <br />Jw <br />uIn <br />Qw <br />�V) <br />rn <br />M <br />M <br />18 -0 CMP <br />CULVERT 40'LONG <br />SEE NOTE 8 <br />(� CONVEYOR <br />DESIGN LINE <br />(EROAD <br />N <br />_GRID <br />NORTH ♦ - <br />0 50 100 200 300 <br />SCALE 1" =100' 2 <br />CONTOUR INTERVAL 2' <br />KEY MAP <br />LEGEND <br />j'�mmmmmm BERM <br />- -� -- �y SEDIMENT V -DITCH <br />CULVERT <br />3 <br />26 <br />4 <br />'3N <br />101W <br />5 <br />lion <br />NOTES: ' <br />1, FOR GENERAL NOTES AND REFERENCE <br />DRAWINGS SEE DRAWING EY -4A. <br />2• FOR DETAILS AND SECTIONS ON THIS <br />DRAWING SEE DRAWINGS EY -4J AND EY -4K. <br />3, FOR GENERAL LEGEND SEE DRAWING EY -4A. <br />4- CONSTRUCT A DITCH ON THE RIGHT SIDE FROM <br />STA 110 +09.47 TO 112 +70. FOR DETAILS SEE DWG <br />13617.01 -EY -4J <br />5. CONSTRUCT A BERM ON THE RIGHT SIDE FROM <br />STA 112 +90 TO 118 +90, FOR DETAILS SEE DWG <br />13 617, 01 -E•Y- 4 J <br />6. CONSTRUCT A DITCH ON THE LEFT SIDE FROM <br />STA 120 +00 TO 123 +10, 123 +50 TO 132+50,133+10 <br />TO 135 +40 AND 135 +60 TO 136 +50• FOR DETAILS <br />SEE DWG 13617.01- EY -4J. <br />7. ALL WORK ON THIS DRAWING BY EARTHWORK <br />CONTRACT G002V AXCEPT AS NOTED OTHERWISE. <br />8. INVT. OF CULVERTS LOCATED AT T (PE I 8 <br />ANIMAL CROSSINGS TO MATCH BOTTOM <br />ELEVATION OF EXISTING ON WEST SIDE <br />OF CONVEYOR. <br />.: NOV - 4 1999 <br />9 <br />Q <br />O w <br />Z '0 <br />[L w O <br />QN ¢ <br />v, G <br />0007563589 <br />OVERLAND CONVEYOR <br />-- - -- - - - -- - 4AT+ _ _ _ ,_� _ D MA l NTE NANC E ROAD <br />R E MOV F D � NOT FOR - -- _ _ . I 7 CONSTRUCTION" - - -I - -- H AS BUILT - -1 - -- ,_.._ - - _L_ -- --! --- �- - - -- - <br />�- - � P AN AND PROF 1 L E SHEET 5 J DESCRIPTION CHKD CORRECT SUE DESCRIPTION CHKD CORRECT AP a _MOON LAKE PROJECT w ISSUE _ PCT ARCH CIVIL CONC STL L 8 P INST M.D. P.S. S.A. FAC ELEC LTG CT ARCH CIVIL CONC STl L & P INST M.D. P.S. S.A. FAC I ELEC LTG MAT'L - - COAL TRANSPORTATION SYSTEM - <br />I. WESTERN FUELS -UTAH, INC. <br />- __ REVISED COORDINATES WrF ,I� REVISED AND ISSUED F R �y�� W11 ` �o <br />REVISED CULV LG STA ___ J �� ISSUED FO .p ,,� AND ISSUED FOR BID �# wl�R1 �rM1 FOR CLIENT REVIEW AND <br />ISSUED FOR MINE PERMIT -Vi f I 717X7 '� I -lI%�x INFORMATION AND BID,COA �' - - l�g�rf STONE. B. WEBSTER ENGINEERING CORPORATION <br />111 +92,70, NOTE 8 AND ��''` -i F APPLICAT ION 4 L-I.. CIVIL IL CONTRACT (3002, 1 �F 3 � - + COMMENT - DENVER, CO. Z <br />s ISSUED FOR CONTRACT NO' -- - , ' - -- �U��i -- T- �g, HANDLING SPEC NO.P23 B - -�- �Qf/ �J�, -+- �� <br />s -� __2� SPEC. P231B• u 2 1 b / > <br />b't �8/ %� /1�l DRAWING N D <br />PPR APPR qpp APP PP PP DO C 13 NUMBER - 13 617.01 -E Y- 4 E - 8 N <br />FSSU DESCRIPTION CHKD CORRECT - ISSUE DESCRIPTION CHKD CORRECT ATE ISSUE DESCRIPTION CHKD CORRECT ISSUE DESCRIPTION CHKD CORRECT ISSUE DESCRIPTION CHKD CORRECT ATE ISSUE DESCRIPTION CHKD CORRECT AT AT <br />ARCH. CIVIL CONC. STL. L &P INST. M.D. P,S. S.A. FAC ELEC LTG. MAIL PCT ARCH. CIVIL CONC. STL. L &P INST. M.D. P.S. S.A. FAC ELEC LTG. MAT'L pCT gRCH. CIVIL CONC. STL L &P INST, M.D. P.S. S.A. FAC ELEC LTG. MAT'L PCT ARCH CIVIL CONC. STL L &P INST. M.D. P.S. S.A. FAC ELEC LTG. MAT'L. PCT ARCH. CIVIL CONC. STL. L &P INST. M.q P -S. S.A. FAC ELEC LTG. MAIL PCT ARCH, IVIL CONC. STL. LbP INST, M.D. P.S. S.A. Fq EL LTG. MAT' DESIGNED e�'B•DASGUP TA DRAWN BVW,SPRING ER AREAS LEVELS WORK PKG <br />90 PAD 90 (A ' 80 M- 50 DSGN CHKD BYD, HAYES CHKD BYD.MCDONELL `Y Q 13 TASK 15 <br />.. _ ... .. n • t e- - •.- - F - .. .' ... :" ... 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